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6218C - Construction of Middle Entrance Road for Solid Waste, 1.Pricing SheetExhibit 1 RFP 6218 - Pricing Sheet for Construction of Middle Entrance Road The respondent shall complete the following sections IN YELLOW, which directly correspond to the specifications. The contractor shall not make changes to this format. Respondent's Name: Principal Place of Business (City and State) Respondent is a Corporation, Partnership, sole Proprietorship, Indvidual? Total calendar days after Notice to Proceed is issued by City for project start: Total calendar days after project start to substatial completion: Project timeframe grand total: Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Description Allowance for mobilization and demobilization, 50% for mobilization and 50% for demobilization (1% max of bid proposal). Provide construction survey services, including off-sets, alignment and easement staking, and all related items, complete and in place Site restoration and landscaping (including but not limited to seeding, hydromulch, fertilizer, temporary irrigation and finished grading). Furnish and install temporary sediment and erosion control devices and all related items, complete and in place as detailed and specified. Development and maintenance of Stormwater Pollution Prevention Plan. Demolition (including but not limited to concrete, asphalt, vegetation, fence, headwall, and reinforced concrete pipes as shown on the drawings). Install 10" reinforced concrete pavement with all appurtenances to be complete in place. 8" modified subgrade with 27 pounds/SY of 6% by weight of hydrated lime. Hydrated lime to be complete in place Install 4" HMAC Type 'D' and 8" HMAC Type 'A' with lime modification or 6" flex base with all appurtenances to be complete in place. (Owner is electing to use a 6" flex base and will supply materials for the flex base.) Install 8' chain-link fence with all appurtenances to be complete in place. Install 8' chain-link slide gate with all appurtenances to be complete in place. Install 12 x 6 precast box culvert with all appurtenances to be complete in place. Install soil supported steel crash rail guard fence with all appurtenances to be complete in place. Refer to Line Item 34 for cost breakdown of the retaining wall supported steel crash rail. Install 4'x4' yard inlet with all appurtenances to be complete in place. 12" rock riprap with bedding and filter fabric with all appurtenances complete in place. Install 18" RCP Class III with all appurtenances to be complete in place. Install 36" RCP Class III with all appurtenances to be complete in place. The 171 ft, 36" RCP at the entrance will be installed by Owner. Install Type 'B' Headwall for 18" RCP with all appurtenances to be complete in place. Install Type 'B' Headwall for 36" RCP with all appurtenances to be complete in place. Install trench drain similar to existing trench drain with all appurtenances to be complete in place Site grading Remove and replace landfill trench vent with all appurtenances to be complete in place. Groundwater monitoring well modification with all appurtenances to be complete in place. Remove and replace electric meter disconnect and irrigation box with all appurtenances to be complete in place. Install metal beam guard fence with all appurtenances to be complete in place. Relocate existing light poles with all appurtenances to be complete in place. Refer to Line Item 35 for the cost of the light pole base integral with retaining wall. Install bollards with all appurtenances to be complete in place. Provide labor to install and build stone strong big block retaining wall components. Owner will provide retaining wall components. Provide labor to place backfill material for retaining wall to the grades shown on the plans. Owner will provide material for retaining wall backfill. CIP Concrete Extenders without factor for waste and spillage (All required formwork is considered to be included in this unit price.) Cast-in Place Concrete Cap at top of wall, without factor for waste and spillage Crushed rock/concrete base of wall, without factor for waste and spillage. Excavation at wall base. Subgrade prep at wall base. Steel crash rail supported by retaining wall (808 LF) Cast into big block – including rails and posts (Any additional concrete filling at big blocks is considered to be included in the unit price.) With 16” drilled piers in soil 16” diameter drilled piers at crash rail posts Light pole base integral with big block wall Payment and Performance Bonds Total pricing typed in words, below: Estimated Quantity 1 1 1 1 1 1 7060 7060 95.5 2994 750 70 45 483 1 180 83 140 3 2 21 1200 1 1 1 130 9 4 1 1 79 330 200 1615 825 23 16 22 3 1 Unit LS LS LS LS LS LS SY SY TONS SY LF LF LF LF EA CY LF LF EA EA LF CY EA EA EA LF EA EA LS LS CY CY CY CY SY TONS TONS CY EA LS 0 Unit Cost Grand Total: Amount 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0